An identical second-order single step explicit integration algorithm with dissipation control for structural dynamics

Stability for problems in linear vibration theory (70J25) Numerical methods for initial value problems involving ordinary differential equations (65L05) Method of lines for initial value and initial-boundary value problems involving PDEs (65M20)

Cites Work

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A family of embedded Runge-Kutta formulae
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An alpha modification of Newmark's method
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Implicit-Explicit Finite Elements in Transient Analysis: Implementation and Numerical Examples
A new family of explicit time integration methods for linear and non‐linear structural dynamics
A simple explicit single step time integration algorithm for structural dynamics
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